ClarkDietrich S137 (CWN) member have a 1-3/8" flange and 3/8" return and are used to support the exterior skin or cladding material (metal, stone, tile, glass, etc.) Structural Studs, may be used in a variety of applications and designs. ClarkDietrich S200 (CSW) members a 2" wide flange and a 5/8" return that provides a larger bearing surface for attaching sub-flooring or sheathing materials. The project architect or project specifications should note what the allowable deflection is for a given wall facing material. SigmaStud's unique configuration provides installation and design advantages which create efficiencies no other light steel framing (LSF) load bearing wall stud can provide, delivering the most efficient LSF load-bearing stud member available. The required stiffness for the finish material is achieved by the specified deflection limit. Designed and manufactured to meet the performance requirements of the project. PrimeJoist ® (Load Bearing Floor Stud) PrimeJoist ® is a revolutionary addition to the light gauge steel stud industry, producing significant economies in both design and installation when compared with conventional “C” Shaped studs. The superior strength and carrying capacity of the HDS means higher performance with fewer members. Installing Drywall Project Guide. PrimeJoist® is a revolutionary addition to the light gauge steel stud industry, producing significant economies in both design and installation when compared with conventional “C” Shaped studs. TSN’s optimized StiffWall® Shear Wall System used together with SigmaStud®’s increased load capacity will allow you to build taller, lighter, faster and stronger. 1a & 1b) generally consists of the C studs and track framed openings, including header and jambs. See ClarkDietrich's Product Identification sheet for more on how to identify our products. Due to changes in the model building codes, design wind pressures determined using IBC 2012/ASCE 7-10 are strength level loads (LRFD) in comparison to those determined in earlier IBC codes which were service level loads (ASD). Knockouts are punched 12" o.c. “C” Studs used in the construction of a load bearing assembly are The actual bridging that is ultimately provided is to be determined by the licensed specialty engineer responsible for the cold-formed steel design for the given project. Contact ClarkDietrich Technical Services to help determine spacing of the lateral bracing above the wallboard. Members smaller than 3-1/2" are unpunched unless otherwise specified at time of order. Allowable axial loads determined in accordance with section C5 of AISI S1007, with section D4 used for treatment of punchouts, and assuming that all axial loads pass through centroid of effective section. SigmaStud and StiffWall have been tested together for multi-story applications and are an economic option capable of carrying loads present in buildings up to 16 story’s. ClarkDietrich ProSTUD 25 3-5/8 in. Use 10psf as the Pressure Value used in this table to determine the member span. Nonstructural (Non-load bearing) interior walls must be designed to withstand a minimum of 5 psf lateral load (perpendicular to the wall) for interior pressure as required by the International Building Code. Exceeds industry standards for sizes and loads. Additional member depths of 7-1/4", 9-1/4", 11-1/2", 13-1/2" and 14" are also available. As an SFIA certified code compliant manufacturer of cold-formed steel framing and metal lath products with over 200 state-of-the-art roll-formers, CEMCO services both small and large construction projects. The following tables identify the axial (vertical) load that can be supported by each member under given lateral load conditions. Framing techniques for metal studs are similar to those of wood construction. The main purpose of specifying an allowable stud deflection for curtain wall framing is actually for determining what is an acceptable deflection for the wall facing materials. This means that walls, in order to keep from twisting or bending in a severe wind event, must be able to bear the weight of both the structure above and the pressure exerted on them by the force of the wind at the same time. Only mill certified high strength steel is used. from the lead edge). PrimeJoist’s unique configuration delivers increased strength and stiffness, minimizing or eliminating the use of built-up joist sections in floor assemblies. The wind loads to which they will be subjected. See all design notes on the bottom of the lookup tool and tables. Please consider using ClarkDietrich iTools. A deep leg deflection track system is used in this condition. Distri-bution headers, shear walls and miscellaneous hot rolled steel shapes may also be incorporated into the wall system. In addition to it's standard use in wall bridging, Flat strap is also the tension element used to transfer loads between diagonally located strap tracks in TSN's StiffWall® System. CEMCO distributes our products throughout the Western United States, Canada, Mexico, and the Pacific Rim. The weight of the cladding material (metal, stone, tile, etc.). and the wind loads to which they are subjected. Flange Sizes: 1-3/8”, 1-5/8”, 2”, 2-1/2”, 3”. StiffWall uses ⅓rd the screws of other steel-framed shear walls, and the strap system is located on the outside of the wall to facilitate electrical pipe work in the wall cavity. Heavier gauge metal studs are used in load bearing walls and structural applications such as exterior walls. If wallboard does not run the full height of the stud, lateral bracing may be required. from the lead edge with additional knockouts every 24" o.c. S162 members are preferred for most curtain wall applications. Curtain Wall Framing Systems support the exterior skin or cladding of commercial and industrial buildings. For example a 20’ wall at L/240 (L = Length in inches, divided by 240) could have a lateral deflection of (20x12/240) = 1”.

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